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High-vacuum compaction deep silt soil foundation reinforcing structure and construction method thereof
The invention relates to a high-vacuum compaction deep silt soil foundation reinforcing structure. The structure comprises a drainage plate inserted into a foundation, a vacuum pipe arranged adjacent to the drainage plate, pressurizing wells arranged in the foundation and a pressurizing device used for applying pressure to the pressurizing wells; the pressurizing wells are arranged on the periphery of the drainage plate; the vacuum pipe is connected with a vacuum pump; the pressurizing device comprises a pressurizing air pump, an air bag and a pressurizing air pipe; the air bag is arranged in the pressurizing well; an opening of the air bag is fixedly arranged outside an air outlet of the pressurizing air pipe in a sleeving mode; and the pressurizing air pipe is connected with the pressurizing air pump. The structure has the effect of improving the deep consolidation effect and consolidation rate of the deep silt soil foundation.
本申请涉及一种高真空击密深厚淤土地基加固结构,其包括插打于地基内的排水板、紧邻所述排水板设置的真空管、设于地基内的加压井和用于对所述加压井施加压力的加压装置,所述加压井设于所述排水板的四周,所述真空管连接有真空泵,所述加压装置包括加压气泵、气囊以及加压气管,所述气囊设于所述加压井内,所述气囊的开口固定套设于所述加压气管的出气口外,所述加压气管连接所述加压气泵。本申请具有提高深厚淤土地基深部固结效果和固结速率的效果。
High-vacuum compaction deep silt soil foundation reinforcing structure and construction method thereof
The invention relates to a high-vacuum compaction deep silt soil foundation reinforcing structure. The structure comprises a drainage plate inserted into a foundation, a vacuum pipe arranged adjacent to the drainage plate, pressurizing wells arranged in the foundation and a pressurizing device used for applying pressure to the pressurizing wells; the pressurizing wells are arranged on the periphery of the drainage plate; the vacuum pipe is connected with a vacuum pump; the pressurizing device comprises a pressurizing air pump, an air bag and a pressurizing air pipe; the air bag is arranged in the pressurizing well; an opening of the air bag is fixedly arranged outside an air outlet of the pressurizing air pipe in a sleeving mode; and the pressurizing air pipe is connected with the pressurizing air pump. The structure has the effect of improving the deep consolidation effect and consolidation rate of the deep silt soil foundation.
本申请涉及一种高真空击密深厚淤土地基加固结构,其包括插打于地基内的排水板、紧邻所述排水板设置的真空管、设于地基内的加压井和用于对所述加压井施加压力的加压装置,所述加压井设于所述排水板的四周,所述真空管连接有真空泵,所述加压装置包括加压气泵、气囊以及加压气管,所述气囊设于所述加压井内,所述气囊的开口固定套设于所述加压气管的出气口外,所述加压气管连接所述加压气泵。本申请具有提高深厚淤土地基深部固结效果和固结速率的效果。
High-vacuum compaction deep silt soil foundation reinforcing structure and construction method thereof
一种高真空击密深厚淤土地基加固结构及其施工方法
JIANG JINBO (Autor:in) / OU QIONG (Autor:in) / XU CHENGSHUANG (Autor:in) / HE XIUYI (Autor:in) / TONG JIANYONG (Autor:in) / QIN QINGWEI (Autor:in) / ZHAO FENGJIA (Autor:in) / GUO TINGZHOU (Autor:in)
05.11.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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